Housing Urban and Rular Development Government Departments Closing in 10 days TDR #57272035

Tender For Thalla Lagama To Upper Garkote Km 6Th Onwards

Issued by Government Departments · Baramulla, Jammu and Kashmir
Tender Value
1.12 Crore
Estimated cost
Bid Submission
21 Sep 2026
10 days left
EMD
2.25 Lakhs
Bank guarantee accepted
Document Fee
2600
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Baramulla → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender For Thalla Lagama To Upper Garkote Km 6Th Onwards- Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 1:1½:3 (1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20 Mm Nominal Size) Providing And Laying Damp-Proof Course 50 Mm Thick With Cement Concrete 1:2:4 (1 Cement:2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete Pointing On Stone Work With Cement Mortar 1 : 3 (1 Cement : 3 Fine Sand) Flush/Ruled Pointing Providing & Laying Of Rcc Pipe 40 Inch Dia, Including Earth Work Cutting, Cushioning And Then Laying Of Pipes In Proper Position To Required Gradient And Camber, Including Dressing, Watering, Compacting With All Cost And Carriage Of Material Complete Job. Backfilling Of Stone Duly Hand Packed I.E On Horizontally Behind Wall/Abutments, Including All Carriage Complete As Per Direction Of Engineer Incharge At Site . Carriage Of Materials By Mechanical Transport Including Loading, Unloading And Stacking Complete Job: Sand Stone Aggregate Avg Lead Upto 46 Km Cement Avg Lead Upto 12 Km 3 Nos Causeway Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, Within A Lead Of 50 Metres:All Kinds Of Soil : Providing And Laying Of Dry Stone Soling Hand Packed Including All Cost And Carriage Complete Job As Per Direction Of Engineer Incharge At Site. Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 40 Mm Nominal Size) Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete Including Curing But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement. All Works Upto Plinth Level 1:1½:3 (1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Foundations, Footings, Bases Of Columns Etc. For Mass Concrete. Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level Hot Rolled Deformed Bars Carriage Of Materials By Mechanical Transport Including Loading, Unloading And Stacking Complete Job: Sand /Stone Aggregate Avg Lead Upto 46 Km Cement Avg Lead Upto 12 Km Construction Of Granular Sub-Base By Providing Close Graded Material Conforming To Specifications, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material By Tippers To Work Site, For All Leads & Lifts, Spreading In Uniform Layers Of Specified Thickness With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density, Complete As Per Specifications And Directions Ofengineer-In-Charge. With Material Conforming To Grade-I (Size Range 75 Mm To 0.075 Mm) Having Cbr Value-30 R-Wall Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, Within A Lead Of 50 Metres: All Kinds Of Soil : Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Leveling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarsesand : 12 Graded Stone Aggregate 20Mm Nominal Size) Upto Plinth Level And Curing Complete With: Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Nallah Stone Dry Random Rubble Masonry With Hard Stone In Foundation And Plinth: With Bond Stone. Nallah Stone Pointing On Stone Work With Cement Mortar 1 : 3 (1 Cement : 3 Fine Sand) Flush/Ruled Pointing Providing & Laying Damp-Proof Course 40 Mm Thick With Cement Concrete 1:2:4 (1 Cement:2 Coarse Sand: 4 Graded Stone Agg 12.5 Mm Nominal Size) And Curing Complete Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Foundations, Footings, Bases Of Columns Etc. For Mass Concrete. Carriage Of Materials By Mechanical Transport Including Loading, Unloading And Stacking Complete Job: Sand/Stone Aggregate Avg Lead Upto 46 Km Cement Avg Lead Upto 12 Km Stone Avg Lead Upto 22 Km B-Wall Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, Within A Lead Of 50 Metres: All Kinds Of Soil : Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Leveling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarsesand : 12 Graded Stone Aggregate 20Mm Nominal Size) Upto Plinth Level And Curing Complete With: Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Nallah Stone Dry Random Rubble Masonry With Hard Stone In Foundation And Plinth: With Bond Stone. Nallah Stone Pointing On Stone Work With Cement Mortar 1 : 3 (1 Cement : 3 Fine Sand) Flush/Ruled Pointing Providing & Laying Damp-Proof Course 40 Mm Thick With Cement Concrete 1:2:4 (1 Cement:2 Coarse Sand: 4 Graded Stone Agg 12.5 Mm Nominal Size) And Curing Complete Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Foundations, Footings, Bases Of Columns Etc. For Mass Concrete. Carriage Of Materials By Mechanical Transport Including Loading, Unloading And Stacking Complete Job: Sand/Stone Aggregate Avg Lead Upto 46 Km Cement Avg Lead Upto 12 Km Stone Avg Lead Upto 22 Km Supply Filling And Laying Of Stones Avialible At Site Labour Charges Into Wire Crates Tightly Hand Packed Including Tipping Of Crates With Equipments Including Cost Of Wire Crate/ Earth Work Cutting With All Cost And Carriage Crate At Site Complete Job As Per Direction Of Engineer Incharge At Site Supply Filling And Laying Of Stones Into Wire Crates Tightly Hand Packed Including Tipping Of Crates With Equipments Including Cost Of Wire Crate/ Earth Work Cutting With All Cost And Carriage Of Stones And Crates Complete Job. As Per Direction Of Engineer Incharge At Site

BOQ

Name of Work:- Thalla Lagama to Upper Garkote Km 6th onwards
Sl. No. Item Description
1SLIP CLEARANCE In ordinary soils disposal lead upto 50 m and lift upto 1.5 m.
2Disposal of slip/slide lead up[ to 5km from road to dumping site complete job as per direction of Engineer Incharge at site
3Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal and dumping of serviceable material excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
4All kinds of soil
5Ordinary Rock
6Providing & laying of RCC pipe 24 inch dia, including earth work cutting, cushioning and then laying of pipes in proper position to required gradient and camber, including dressing, watering, compacting with all cost and carriage of material complete Job as per direction of Engineer Incharge at site
72 no Culvert
8Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:All kinds of soil :
9Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
10Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Quarry stone/Hard stone as per direction of Engineer Incharge at site
11Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)
12Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
13Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) Flush/Ruled Pointing
14Providing & laying of RCC pipe 40 inch dia, including earth work cutting, cushioning and then laying of pipes in proper position to required gradient and camber, including dressing, watering, compacting with all cost and carriage of material complete Job.
15Backfilling of stone duly hand packed i.e on horizontally behind wall/abutments, including all carriage complete as per direction of Engineer Incharge at site .
16Carriage of materials by Mechanical Transport including loading, unloading and stacking complete job:
17Sand Stone aggregate avg lead upto 46 km
18Cement avg lead upto 12 km
193 Nos Causeway
20Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:All kinds of soil :
21Providing and laying of dry stone soling hand packed including all cost and carriage complete job as per direction of Engineer Incharge at Site.
22Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
23Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
24Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
25Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Hot rolled deformed bars
26Carriage of materials by Mechanical Transport including loading, unloading and stacking complete job:
27Sand /Stone aggregate avg lead upto 46 km
28Cement avg lead upto 12 km
29Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions ofEngineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
30R-wall
31Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :
32Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah stone
33Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. Nallah Stone
34Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) Flush/Ruled Pointing
35Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete
36Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
37Carriage of materials by Mechanical Transport including loading, unloading and stacking complete job:
38Sand/Stone aggregate avg lead upto 46 km
39Cement avg lead upto 12 km
40Stone avg lead upto 22 km
41B-wall
42Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :
43Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah stone
44Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. Nallah Stone
45Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) Flush/Ruled Pointing
46Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete
47Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
48Carriage of materials by Mechanical Transport including loading, unloading and stacking complete job:
49Sand/Stone aggregate avg lead upto 46 km
50Cement avg lead upto 12 km
51Stone avg lead upto 22 km
52Supply filling and laying of stones avialible at site labour charges into wire crates tightly hand packed including tipping of crates with equipments including cost of wire crate/ earth work cutting with all cost and carriage crate at site complete Job as per direction of Engineer incharge at site
53Supply filling and laying of stones into wire crates tightly hand packed including tipping of crates with equipments including cost of wire crate/ earth work cutting with all cost and carriage of stones and crates complete Job. as per direction of Engineer incharge at site
54Labour charges for backfilling of stone duly hand packed i.e on horizontally behind wall/abutments, stone available from hard rocks including all cost and carriage complete as per direction of Engineer Incharge at site .
55Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:All kinds of soil : (Katcha Drain)
56Taking of Geo Tag Photographs of size 125mmx250mm before execution, during execution and after execution of work (04 No. Each Pre, Post, After execution) to be submitted with the bill complete job. (Geo Tag Photographs showing Name of Work, Location and Longitude/ Latitude).(Pre, Post, After execution). Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57272035
AUTHORITY Government Departments
TENDER VALUE 1.12 Crore
LAST DATE 21-09-2026
Authority
Authority Name Public Works Department
Work Description Tender For Thalla Lagama To Upper Garkote Km 6Th Onwards- Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 1:1½:3 (1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20 Mm Nominal Size) Providing And Laying Damp-Proof Course 50 Mm Thick With Cement Concrete 1:2:4 (1 Cement:2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete Pointing On Stone Work With Cement Mortar 1 : 3 (1 Cement : 3 Fine Sand) Flush/Ruled Pointing Providing & Laying Of Rcc Pipe 40 Inch Dia, Including Earth Work Cutting, Cushioning And Then Laying Of Pipes In Proper Position To Required Gradient And Camber, Including Dressing, Watering, Compacting With All Cost And Carriage Of Material Complete Job. Backfilling Of Stone Duly Hand Packed I.E On Horizontally Behind Wall/Abutments, Including All Carriage Complete As Per Direction Of Engineer Incharge At Site . Carriage Of Materials By Mechanical Transport Including Loading, Unloading And Stacking Complete Job: Sand Stone Aggregate Avg Lead Upto 46 Km Cement Avg Lead Upto 12 Km 3 Nos Causeway Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, Within A Lead Of 50 Metres:All Kinds Of Soil : Providing And Laying Of Dry Stone Soling Hand Packed Including All Cost And Carriage Complete Job As Per Direction Of Engineer Incharge At Site. Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 40 Mm Nominal Size) Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete Including Curing But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement. All Works Upto Plinth Level 1:1½:3 (1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Foundations, Footings, Bases Of Columns Etc. For Mass Concrete. Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level Hot Rolled Deformed Bars Carriage Of Materials By Mechanical Transport Including Loading, Unloading And Stacking Complete Job: Sand /Stone Aggregate Avg Lead Upto 46 Km Cement Avg Lead Upto 12 Km Construction Of Granular Sub-Base By Providing Close Graded Material Conforming To Specifications, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material By Tippers To Work Site, For All Leads & Lifts, Spreading In Uniform Layers Of Specified Thickness With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density, Complete As Per Specifications And Directions Ofengineer-In-Charge. With Material Conforming To Grade-I (Size Range 75 Mm To 0.075 Mm) Having Cbr Value-30 R-Wall Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, Within A Lead Of 50 Metres: All Kinds Of Soil : Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Leveling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarsesand : 12 Graded Stone Aggregate 20Mm Nominal Size) Upto Plinth Level And Curing Complete With: Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Nallah Stone Dry Random Rubble Masonry With Hard Stone In Foundation And Plinth: With Bond Stone. Nallah Stone Pointing On Stone Work With Cement Mortar 1 : 3 (1 Cement : 3 Fine Sand) Flush/Ruled Pointing Providing & Laying Damp-Proof Course 40 Mm Thick With Cement Concrete 1:2:4 (1 Cement:2 Coarse Sand: 4 Graded Stone Agg 12.5 Mm Nominal Size) And Curing Complete Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Foundations, Footings, Bases Of Columns Etc. For Mass Concrete. Carriage Of Materials By Mechanical Transport Including Loading, Unloading And Stacking Complete Job: Sand/Stone Aggregate Avg Lead Upto 46 Km Cement Avg Lead Upto 12 Km Stone Avg Lead Upto 22 Km B-Wall Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, Within A Lead Of 50 Metres: All Kinds Of Soil : Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Leveling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarsesand : 12 Graded Stone Aggregate 20Mm Nominal Size) Upto Plinth Level And Curing Complete With: Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Nallah Stone Dry Random Rubble Masonry With Hard Stone In Foundation And Plinth: With Bond Stone. Nallah Stone Pointing On Stone Work With Cement Mortar 1 : 3 (1 Cement : 3 Fine Sand) Flush/Ruled Pointing Providing & Laying Damp-Proof Course 40 Mm Thick With Cement Concrete 1:2:4 (1 Cement:2 Coarse Sand: 4 Graded Stone Agg 12.5 Mm Nominal Size) And Curing Complete Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Foundations, Footings, Bases Of Columns Etc. For Mass Concrete. Carriage Of Materials By Mechanical Transport Including Loading, Unloading And Stacking Complete Job: Sand/Stone Aggregate Avg Lead Upto 46 Km Cement Avg Lead Upto 12 Km Stone Avg Lead Upto 22 Km Supply Filling And Laying Of Stones Avialible At Site Labour Charges Into Wire Crates Tightly Hand Packed Including Tipping Of Crates With Equipments Including Cost Of Wire Crate/ Earth Work Cutting With All Cost And Carriage Crate At Site Complete Job As Per Direction Of Engineer Incharge At Site Supply Filling And Laying Of Stones Into Wire Crates Tightly Hand Packed Including Tipping Of Crates With Equipments Including Cost Of Wire Crate/ Earth Work Cutting With All Cost And Carriage Of Stones And Crates Complete Job. As Per Direction Of Engineer Incharge At Site
Basic Detail
Tender No enit no 63 of 2026-27
Bidding Type Tender
Location
City Baramulla
State Jammu and Kashmir
Key Dates
Publish Date 31 Aug 2026
Submission Date 21 Sep 2026
Open Date 22 Sep 2026
Finance
Tender Value 1.12 Crore
Tender Fee 2600
EMD 2.25 Lakhs
Exemption Not Available
Document List
3704364b-bc30-494b-a91d-58a0c32d0f40.html
BOQ_1084706.xls
Tendernotice_1.pdf

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Tender Timeline

Aug 31, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 21, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 10 days
Sep 22, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 11 days

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